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HomeMy WebLinkAboutTRUSS DRAWING=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRUSSES ARE TO BE SET
AT 2•-0. ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. Aij
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less Al30' to 60' Span Aj
60 degrees Spree er Bar
or less
2 10
ae
Approx 2/3 to
t g Line sPGn approx• Line ~t/2 ar span 1
REFER TO BCSI REFER TO BCSI
Truss must be set this way it crane used. Truss must be set this way if crane used.
Truss is on example, your truss moy not match. This is an example, truss may not match.
lsist crane operator sets truss this way. Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. A
AIF2 HAN�I—EF2 NOTE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Nails must be as
shown. Guide tabs o
Dome angle nails.
SEAT PLATES BY CHAMBERS
12
4.00 I-
12 2.00 $ 8
M
upset=1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIF'PED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL.
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH ri A
L�► Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers L FAB�CATIONAGRE!tNT
4
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I I I I / 2.ArdtssnsLnaltefa i+°onafrgbuasa Moral
INDICATES LOAD BEARING
REQUIRED BY TRU:%3ES
SUPPLIED BY BUILEWR
AT A HEIGHT OF 8'-0'
ABOVE FINISHED F( OOR
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O wnbaa Taaa by any arndbr tecahtip mm,Nl lad rna �0 ""' owed a
rociplianilsnrhldl q a 'T" fees If dosed In payment for i,lalWW �d bouch
or In IM ary 4 Uiss P pya agaems,d. e_a its" hnWfnad Wounder
be ►add Moreton, Flail agae>htl tie spN venue for any ouch atI I. we
11. Design reaponrl6ary an pr'Wtlony Siatdard And Itrt>aistneMad f3ntldari,ea 0n -
4- ZOO, n lHtlp Mtltl PNN I,",olnecMd Wood Tntraas
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before getting triages.
7MaaesnestbeaetardbracedPadadpnbPrw tt*W&dmmgL
Tnsaea mtat be sit Pttanb and square
Do 110tiat barfka or afack of plywood, toolhng mateytsh or any ..
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DUNOT SET TRUSSES UsfNG TNIS LAYOUT
' USE LAYOUT DELIVERED WITH TRUISSES TO SET TRUSSES
CHAMBERS TRUSS INC
i
A
3105 Oleander Arienue
Fort'Plan* Florida 3488244Y3
800-551.5932
FortPlsMO 772-11116-a012
Vero Beach 7ra-085 2012
Fox 772+es�97H
-
or Arehlteo¢s
ropresentativ
op drawing approval o•g
is NOT a
..double ohrek" of tb
Trio
Contall ractor a contractor.
remain
for .hacking field moaresponsiblesuremanta
and
other construction criteriaArchitect's
Arc
, Architec
approval covers
hitec
general-
review of truss ate
structure from r apping` and loading on
g av"
their res e
y and uplift loads and
t e locatio/�{'s,
AGp�i>ved �/•t�tii
Ur,le
92.0/93.2 MITEK 4.2
Braden & klradon A.LA. p,A, —
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
ST LUCIE COUNTY
Wind Design Criteria
ASCE 7-2010
Wind Design Method
MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material
Shingle or Shake
Loading in PSF
Roof R.D.L
c
Top Chord Live
20
Top Chord Dead
7 4.2
to
c
Bottom Chord live
10 Non -Concurrent
Bottom Chord Dead
10 3
c ,
TOTAL Load
37 7.2
w
Duration Factor
1.2.5
m m
Wind Speed
1615mph
m o
Top Chord C.B.
Sheeting by builder.
2
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
15'-0'
3
Building Type
ENCLOSED
v
Building Category
IL•Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
L
DESIGN CRITERIA shown above with the
ng department and your engineer.
n Criteria is the responsibility of the
n Designer and/or Engineer of Record.
LL Chambers Truss Inc. Drawing Name: M11392
WScale: 1 /4 = 1'
82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviellved By:
Date:10/07/15 Revised:03/21/18
t (n FOR
I I I
14'-4 6'-4' WYNNE BUILDING CORP.
l<
i' CLOUiSED AREAS ARE OF �� DESCRIPTION:
SPECIAL CONCERN & MUST BE PORCH LEFT 75 71' CARLTON 3BED REAR PORCH
f CHECKED CAREFULLY & MAY PAGE 1of1CUSTOMER INITIALS EACH PAGE
t INDICATE DEVIATION FROM
,_„PLANS 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11392 5a?7
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